Attachment 3 Specifications Solar PV Bldg.57-58 Rev1.0.pdf

ELECTRIC POWER RERSILIENCY BUILDING 57-58 DDJC

SPECIFICATIONS

FEBRUARY 2022

DEFENSE LOGISTICS AGENCY, SAN JOAQUIN, CA

TRACY, CA 95304

SPECIFICATION INDEX

DIVISION 00 – LIST OF DRAWINGS

Section 00 01 15 List of drawings Section 00 01 00 Buy American Act Requirement

DIVISION 01 – GENERAL REQUIREMENTS

Section 01 01 10 Work Summary Section 01 14 00 Work Restrictions Section 01 32 01 Project Schedule Section 01 33 00 Submittal Procedures Section 01 35 29 Safety and Occupational Health Requirements Section 01 45 00 Contractor Quality Control Section 01 50 50 General Requirements Section 01 57 19 Environmental Protection Section 01 78 00 Project Closeout Section 01 78 23 Operation and maintenance data

DIVISION 26 – ELECTRICAL

Section 26 05 00 Common work results for electrical Section 26 31 00 Solar photovoltaic components Section 48 14 50 Electrical power generation

SECTION 00100 - BUY AMERICAN ACT REQUIRMENT

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DIVISION 00 - PROCUREMENT AND CONTRACTING INSTRUCTIONS

SECTION 000100

BUY AMERICAN ACT REQUIRMENT

NOTICE OF BUY AMERICAN ACT REQUIREMENT-- CONSTRUCTION

MATERIALS UNDER TRADE AGREEMENTS (JAN 2005)

(a) Definitions. ``Construction material,'' ``designated country construction material,'' ``domestic construction material,'' and ``foreign construction material,'' as used in this provision, are defined in the clause of this solicitation entitled ``Buy American Act--Construction Materials Under Trade Agreements'' (Federal Acquisition Regulation (FAR) clause 52.225-11).

(b) Requests for determination of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American Act should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of FAR clause 52.225-11 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American Act before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.

(c) Evaluation of offers.

(1) The Government will evaluate an offer requesting exception to the requirements of the Buy American Act, based on claimed unreasonable cost of domestic construction materials, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(4)(i) of FAR clause 52.225-11.

(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.

(d) Alternate offers.

(1) When an offer includes foreign construction material, other than designated country construction material, that is not listed by the Government in this solicitation in paragraph (b)(3) of FAR clause 52.225-11, the offeror also may submit an alternate offer based on use of equivalent domestic or designated country construction material.

(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs (c) and (d) of FAR clause 52.225-11 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.

(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of FAR clause 52.225-11 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic or designated country construction material, and the offeror shall be required to furnish such domestic or designated country construction material. An offer based on use of the foreign construction material for which an exception was

SECTION 00100 - BUY AMERICAN ACT REQUIRMENT

Page 2/2 requested-- (i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or

(ii) May be accepted if revised during negotiations.

----- END OF SECTION 00100 -----

ELECTRIC POWER RESILIENCY BUILDING 59 DDJC

SECTION 000115 – LIST OF DRAWINGS

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DIVISION 00 – PROCUREMENT AND CONSTRUCTION REQUIREMENTS

SECTION 000115

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Reference Drawing[s]

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause.

Contract drawings are as follows:

1.2 CONTRACT DRAWINGS

1. G1 General project Location

2. E1 Building 57 Electric Panel MSB-1 and MSB-2 location

3. E2 Building 58 Electric Panel BDS location

4. E3 Building 58 Single line -1

5. E4 Building 57 Single line -1

6. E5 Building 57 Electric Panel MSB-1 single line diagram-1

7. E6 Building 57 Electric Panel MSB-1 single line diagram-2

8. E7 Building 57 Electric Panel MSB-2 single line diagram

9. E8 Building 58 Electric Panel BDS single line diagram-1

10. E9 Building 58 Electric Panel BDS single line diagram-2

11. S1.00 – Building 57 Key plan

12. S1.12 – Building 57 Roof Framing Plan Bay 2 West

13. S1.13 – Building 57 Roof Framing Plan Bay 2 East

14. S1.16 – Building 57 Roof Framing Plan Bay 4 West

15. S1.17 – Building 57 Roof Framing Plan Bay 4 East

16. A101 - Building 58 Key Plan

17. S120 - Building 58 Roof Framing Plan Bay 1 West

18. S121 - Building 58 Roof Framing Plan Bay 1 East

19. S122 - Building 58 Roof Framing Plan Bay 2 West

20. S123 - Building 58 Roof Framing Plan Bay 2 East

----- END OF SECTION 00115 -----

SECTION 010110 – WORK SUMMARY AND GENERAL REQUIREMENTS

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DIVISION 01 - GENERAL REQUIRMENT

SECTION 010110

WORK SUMMARY and GENERAL REQUIREMENTS

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

Scope of work (summary):

Building 57

1. Contractor is to provide all labor, supervision, materials, tools, and equipment design and install 500 KW AC roof mounted solar photovoltaic system for building 57.

The solar photovoltaic (PV) system hardware and services shall meet or exceed all local, State and utility requirements, conform to the applicable codes and standards, and have passed the listing and qualification tests. All design and installation shall comply with the most recent version of each document.

The final design of the on-site PV systems shall be the responsibility of the Contractor based on site conditions, roofing materials, and final system component selections by the Contractor. The systems must be compliant with applicable design guidelines. This Section identifies the minimum technical and installation specifications required. The PV systems shall be consistent with and adhere to any and all California Building Codes and standards, the California Solar Initiative program, and any and all CEC technical and installation specifications and guidelines.

There are two existing electric services feeding building 57 with a capacity: (i) Panel MSB-1, 1000A, 480/277V 3P fed from a 750 KVA transformer. (ii)Panel MSB-2, 600A, 480/277V, 3P, fed form a 500 KVA transformer.

(a) Contractor shall provide solar panels with minimum 25 years of performance and product warranty. Provide additional five solar panels as spare (irrespective of the final design). Refer to specification section 263100 for solar panel details

(b) Contractor shall provide Sunny Tripower CORE1 Power Station inverters or approved equal with NEMA 3R stainless steel enclosure and minimum 10 years warranty. Provide additional two inverters as spare (irrespective of the final design). Refer to specification section 263100 for inverter details

(c) Install appropriate combining boxes.

(d) Solar panels shall be roof mounted with Helix Roof Single Tilt system configuration or approved equal with minimum 25 years warranty. Helix electrical BOS system shall have minimum 10 years warranty.

(e) Provide energy link monitoring hardware and software to locally and remotely monitor all the panels for energy production and maintenance purposes with minimum 10 years warranty. Energy link monitoring shall be

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capable of complete isolation from outside network i.e. option to switch between remote and local mode only.

(f) Peak KW output at the utility interconnection meter shall be minimum

500 KW AC.

(g) Provide utility grade energy meters near panel MSB-1 and MSB-2 to monitor solar energy produced.

(h) PV electrical output will be interconnected with the existing electric service to the building Panel MSB-1 and MSB-2. Provide required circuit breaker in the panel MSB-1 and MSB-2 to tie with the new solar PV unit.

(i) All PV generated will be used to displace "behind-the-meter" retail electric consumption.

(j) The PV solar panels’ layout of the rooftop PV system shall be designed so as not to interfere with the servicing of existing mechanical equipment, roof drains, sky lights, exhaust fan or other roof equipment that requires regular servicing. Access aisles will be provided on the rooftop and appropriate clearances to maintain roof top mechanical equipment.

(k) PV system shall meet 85 mph 3 second gusts wind load.

(l) Use maximum ballasts for PV panel anchoring. Repair, seal, weather tight all roof penetration. Roof penetrations (if required) and walk way protection pads installation must be done per roof manufacturer requirements. Provide certificate from the roof manufacturer (Durolast Roofing) of roof warranty not invalidated by solar PV panel installation and walk way protection pad installation.

(m) Output from the PV panels will be converted to AC through inverter mounted on the roof and then interconnected to the main electrical switchgear. The new PV systems will tie in with the existing Base-wide electrical distribution system.

(n) PV system design to include appropriate disconnects and grounding systems to safely interface with the government's power distribution system.

(o) Provide 8 hours training by the solar system design engineer to the depot maintenance crew including design review and system maintenance and trouble shooting.

(p) Refer section 26 31 00 for solar photovoltaic design, construction and installation specifications.

(q) Refer section 48 14 50 for solar power generation design, construction and installation specifications.

(r) Design criteria:

(i) Minimum electric conduit size – ¾” EMT. All conduits to be RGS up to 8 feet from the ground. All conduits crossing walk ways shall be RGS.

(ii) Minimum wire size #12, THHN/THWN CU.

(iii) Install 30” wide, skid proof, weather proof roof trak III walk way protection pad, DUROLAST or approved equal on the roof to provide safe walking access from the roof ladder to all the solar panels and related equipment to protect the roof from damage.

(iv) Install energy meter and other solar control panels on the wall next to panel MSB-1 and MSB-2.

(v) All outdoor enclosure shall be NEMA 3R unless specified otherwise.

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(vi) New solar circuit breakers to be installed in Panel MSB-1 and MSB-2 shall be make- Schneider Electric or approved equal and compatible with existing MSB-1 and MSB-2 (see Annexure 1 for existing MSB_1 and MSB-2 details).

(vii) Any change, upgrade, modifications to existing power panel MSB-1 and MSB-2 to comply with applicable codes is included in the SOW.

(viii) Provide solar power warning labels outside and inside the main panel MSB-1 and MSB-2 per NEC.

(s) Contractor shall submit final design for government approval minimum three weeks prior to construction. Contractor must provide PE certified project narrative and calculations to demonstrate minimum 300 KW peak power generation at the utility interconnection meter. Contractor must provide PE certified report and calculations in the design to certify that new Solar PV unit can be safely installed on the roof without compromising existing building roof structural integrity and can withstand 85mph, 3 seconds gust wind load. Final design shall be stamped by a registered electrical, mechanical, civil and structural professional engineer with the state of California with minimum of five years’ experience of a similar project. Design deliverable shall be three sets of 11” x 17” drawings and three CDs with all drawings in Pdf and AUTOCAD format.

Building 58

2. Contractor is to provide all labor, supervision, materials, tools, and equipment design and install 300 KW AC roof mounted solar photovoltaic system for building 58.

The solar photovoltaic (PV) system hardware and services shall meet or exceed all local, State and utility requirements, conform to the applicable codes and standards, and have passed the listing and qualification tests. All design and installation shall comply with the most recent version of each document.

The final design of the on-site PV systems shall be the responsibility of the Contractor based on site conditions, roofing materials, and final system component selections by the Contractor. The systems must be compliant with applicable design guidelines. This Section identifies the minimum technical and installation specifications required. The PV systems shall be consistent with and adhere to any and all California Building Codes and standards, the California Solar Initiative program, and any and all CEC technical and installation specifications and guidelines.

(a) Contractor shall provide solar panels with minimum 25 years of performance and product warranty. Refer to specification section 263100 for solar panel details

(b) Contractor shall provide Sunny Tripower CORE1 Power Station inverters or approved equal with NEMA 3R stainless steel enclosure and minimum 10 years warranty. Provide additional two inverters as spare (irrespective of the final design). Refer to specification section 263100 for inverter details

(c) Install appropriate combining boxes.

(d) Solar panels shall be roof mounted with Helix Roof Single Tilt system configuration with minimum 25 years warranty. Helix electrical BOS system shall have minimum 10 years warranty.

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(e) Provide energy link monitoring hardware and software to locally and remotely monitor all the panels for energy production and maintenance purposes with minimum 10 years warranty. Energy link monitoring shall be capable of complete isolation from outside network i.e. option to switch between remote and local mode only.

(f) Peak KW output at the utility interconnection meter shall be minimum

300 KW AC.

(g) Provide utility grade energy meters near panel BDS to monitor solar energy produced.

(h) PV electrical output will be interconnected with the existing electric service to the building Panel BDS. Provide required circuit breaker in the panel BDS to tie with the new solar PV unit.

(i) All PV generated will be used to displace "behind-the-meter" retail electric consumption.

(j) The PV solar panels’ layout of the rooftop PV system shall be designed so as not to interfere with the servicing of existing mechanical equipment, roof drains, sky lights, exhaust fan or other roof equipment that requires regular servicing. Access aisles will be provided on the rooftop and appropriate clearances to maintain roof top mechanical equipment.

(k) PV system shall meet 85 mph 3 second gusts wind load.

(l) Use maximum ballasts for PV panel anchoring. Repair, seal, weather tight all roof penetration. Roof penetrations (if required) and walk way protection pads installation must be done per roof manufacturer requirements. Provide certificate from the roof manufacturer (GAF Roofing) of roof warranty not invalidated by solar PV panel installation and walk way protection pad installation.

(m) Output from the PV panels will be converted to AC through inverter mounted on the roof and then interconnected to the main electrical switchgear. The new PV systems will tie in with the existing Base-wide electrical distribution system.

(n) PV system design to include appropriate disconnects and grounding systems to safely interface with the government's power distribution system.

(o) Provide 8 hours training by the solar system design engineer to the depot maintenance crew including design review and system maintenance and trouble shooting.

(p) Refer section 26 31 00 for solar photovoltaic design, construction and installation specifications.

(q) Refer section 48 14 50 for solar power generation design, construction and installation specifications.

(r) Design criteria:

(ix) Minimum electric conduit size – ¾” EMT. All conduits to be RGS up to 8 feet from the ground. All conduits crossing walk ways shall be RGS.

(x) Minimum wire size #12, THHN/THWN CU.

(xi) Install 30” wide, skid proof, weather proof roof trak III walk way protection pad, DUROLAST or approved equal on the roof to provide safe walking access from the roof ladder to all the solar panels and related equipment to protect the roof from damage.

(xii) Install energy meter and other solar control panels on the wall next to panel BDS.

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(xiii) All outdoor enclosure shall be NEMA 3R unless specified otherwise.

(xiv) New solar circuit breakers to be installed in Panel BDS shall be make- Schneider Electric or approved equal and compatible with existing panel BDS (see Annexure 1 for existing panel BDS details).

(xv) Any change, upgrade, modifications to existing power panel BDS to comply with applicable codes is included in the SOW.

(xvi) Provide solar power warning labels outside and inside the main panel BDS per NEC.

(s) Contractor shall submit final design for government approval minimum three weeks prior to construction. Contractor must provide PE certified project narrative and calculations to demonstrate minimum 300 KW peak power generation at the utility interconnection meter. Contractor must provide PE certified report and calculations in the design to certify that new Solar PV unit can be safely installed on the roof without compromising existing building roof structural integrity and can withstand 85mph, 3 seconds gust wind load. Final design shall be stamped by a registered electrical, mechanical, civil and structural professional engineer with the state of California with minimum of five years’ experience of a similar project. Design deliverable shall be three sets of 11” x 17” drawings and three CDs with all drawings in Pdf and AUTOCAD format.

General:

1. Government shall perform all power switching and LOTO.

2. All inspection and testing shall be performed as per NETA standards.

3. Submit construction Schedule, Safety and Health Plan, Injury prevention plan, Hazardous Analysis Plan and quality control plan prior to installation.

4. Submit shop drawings for approval, prior to installation, of all material and control circuits.

5. Removal of Hazardous Waste, Non-RCRA Hazardous Waste, Non-Regulated Hazardous Waste and Universal Waste: All Manifest, Non-Hazardous Waste Manifests, Special Waste Manifests, Straight Bill of Ladings shall be signed by Environmental Office prior to removal off site.

6. A minimum of two weeks’ notice is required for any power interruption.

7. All work requiring power interruption shall be performed on Saturday and

Sunday only from 7:30 pm to 04:00 am. It may not be possible to allow work for continuous 8 hours at one particular location. Work may have to be split up depending on mission requirements. The government reserves the right to cancel any power interruption as may be required due to local or national emergency.

8. Contractor shall verify all details and measurements. Government shall not be responsible for any ambiguity between and details shown in the drawing and actual site details.

9. All work shall be performed as per applicable codes including but not limited to ANSI, ASME, ASTM, EGSA, MSS, NEMA, SAE, NEC, NETA, NFPA, CEC, UFC and IEEE and attached specifications.

10. Any forklift or crane work shall be as per USACE EM385 codes and approved by government safety representative prior to work.

11. All forklifts and cranes used inside the building shall be electric unless approved by the government.

12. If required contractor shall perform touch up work/ repair to restore existing walls, ceramic tiles, acoustic ceilings, resilient flooring, fluid applied flooring and any other damaged surface during construction to its

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original condition. Contractor shall perform existing condition survey and submit for government approval before starting any construction.

13. Contractor shall submit OSHA 300 logs and Injury Illness Protection plan if more than 10 employees are employed.

14. Entire project shall be completed within twelve calendar months after NTP.

15. Manifesting of HW: Prepare all hazardous waste manifests in accordance with

(Appendix to) 40 CFR 262 to include LDRs, non-hazardous waste manifests, special waste manifests and BOLs. Manifesting of all Hazardous Waste must be routed through the DLA Installation Management, Environmental Management Division's Hazardous Waste Program Manager (HWPM). Note: HWPM requires an advance copy of manifests 5 days prior to shipment/pick up dates to validate all required information on the Uniform Hazardous Waste Manifest and/or other waste disposal forms are correct (e.g. ERG#s, EPAID#s, emergency contact numbers, generator’s information etc.).

16. Store hazardous materials and hazardous waste in accordance with Federal, State and local regulatory requirements (e.g. storage compatibility/proper segregation, storing containers closed at all times when not in use, ensuring containers are properly marked and labeled etc.); contact HWPM to review lay down area for hazardous material/waste prior to setting up.

17. Must have secondary containment devices in place for any/all hazardous material liquids or hazardous waste liquids being stored in a single container that is equal to or greater than 55 gallons.

18. Ensure proper manufacturer’s SDSs are readily available for all hazardous material on hand.

19. Manage electronic devices (EDs) such as printed circuit boards as Electronic Waste (E-Waste). Do not dispose of in trash bins. For complete information on how to manage electronic wastes, please refer to California Code of Regulations, title 22, chapter 23 and Electronic Waste Recycling Act (EWRA) as amended by SB 50 (Stats. 2004, ch. 863).

20. Due to air quality concerns keep emissions to a minimum through the use of vacuums or similar means. The use of blowers to sweep roofing materials from building is prohibited.

21. Ensure any sealants/coatings conform with SJVAPCD VOC restrictions.

22. Ensure in-use off-road diesel powered equipment is in compliance with

California Air Resources Board regulatory requirements (e.g. emission standards, registration and EIN labeling rules).

23. Portable equipment with internal combustion engines ≥50 bhp must be registered with either CA State or the San Joaquin Air Pollution Control District.

24. Off-road diesel-fueled equipment ≥25 bhp such as backhoes, track-hoes, trenchers, augers, loaders, cranes, forklifts, man-lifts, etc. must be registered with the state upon entrance to the installation and have an Equipment Identification Number (EIN) affixed. Large spark ignition forklifts >25 hp require registration and EINs.

25. Comply with all federal, state, and local environmental regulations for air quality control and oil spill prevention such as, but not limited to, painting & paint products, asbestos removal, equipment registration and labeling, dust control, vehicle idling, aggregate material transport, public nuisance provisions, and the proper storage & handling of oil products.

26. Should any pest infestation be discovered during work contact the Installation Pest Mgt Coordinator at 209-839-5624.

27. All construction equipment needs a thorough cleaning before entering DDD San Joaquin to eliminate the potential of invasive vegetation, from previous off depot work sites, migrating onto the Depot.

28. All Contractors and Employees of Contractors must be made aware that DDJC has an Environmental Management System (EMS) program on site.

29. Prime contractor shall provide a full-time site Superintendent, full-time Quality Control Manager (QCM), and full-time Site Safety and Health

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Officer (SSHO) at all times during construction. The Superintendent and QCM must possess a minimum of three (3) years of experience on similar projects. The SSHO shall have at least five (5) years of experience on similar projects and shall have taken a 30-hour OSHA construction safety class or equivalent within the last 5 years, with an average of at least 24 hours of formal safety training each year for the past five (5) years for competent person status for at least the following 4 areas of competency: Scaffolding; Fall Protection; Confined Space; Personal Protective Equipment and Clothing to include selection, use and maintenance. Personnel who are assigned as an alternate to the Superintendent, QCM, and SSHO positions must possess at least the same qualifications as the person filling the primary role. The Site Superintendent may be the SSHO or CQM maybe SSHO, but Site Superintendent cannot be CQM. See section 013529 and 014500 for more details.

1.1.2 Location

The work shall be located at the Defense Logistics Agency, Tracy, California. The exact warehouse location will be shown by the Contracting Officer.

1.2 SUBMITTALS – Section not used.

Government approval is required for the submittals with a "G" designation;

submittals without a "G" designation are for information only. The following shall be submitted in accordance with Section 013300 SUBMITTAL

PROCEDURES:

1.3 EXISTING WORK

In addition to FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

1.3.1 Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

1.3.2 Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.5 PROJECT PHASING PLAN

1.5.1 Electrical Outages – Potential electrical outages must occur on weekends and in accordance with specifications. Coordination with Contracting Office’s Representative (COR) must be approved in advance. Contractor to submit requests as soon as possible and provide alternate dates to accommodate critical base functions.

1.6 ENVIRONMENTAL PROTECTION

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1.6.2 Disposal of Refuse

Refuse shall be disposed of off-site and in accordance with local, state and federal regulations.

1.7 CONSTRUCTION SITE MAINTENANCE

All supplies and equipment on the project site shall be stored so as to preclude mechanical and climatic damage. The project site shall be maintained in a neat and orderly manner.

1.8 NOISE CONTROL

The Contractor shall comply with all applicable state and local laws, ordinances and regulations relative to noise control.

1.9 SECURITY

The Contractor shall provide adequate protection for all parts of the building wherever work under this contract is performed.

1.9.1 Cameras

Possession or use of cameras on Government property is forbidden without prior written approval by the Security Officer or his designated representative. Requests for possession and/or use of cameras on Government property shall be in writing to the Security Office via the Contracting Officer and contain sufficient information to provide requirements for the use of photographic equipment. The use of cell phones equipped with cameras is also forbidden. The government will review daily and delete any pictures taken on a personal camera of government property of any kind taken while on-site at the DDSP.

1.10 EQUIPMENT ON THE PROJECT SITE

The Contractor shall cover equipment that is to remain in place within the area of contract operations and protect it against damage or loss. The Contractor shall store equipment that is removed in performance of work where directed or reuse in work as required by drawings and specifications.

Equipment temporarily removed shall be protected, cleaned and replaced equal to its condition prior to starting work. Security for equipment or material that is to be reused and is removed for temporary storage shall be the sole responsibility of the Contractor.

1.11 TRUCKING

The Contractor shall load all trucks leaving the site with loose debris in a manner that will prevent dropping of materials on streets. The Contractor shall fasten suitable tarpaulins over the load before they enter surrounding streets.

1.12 TOILET FACILITIES

Unless otherwise stated in the Request for Proposal, Contractor's personnel will be permitted to use toilet facilities on the premises subject to

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regulation and control of the Contracting Officer or his designated representative.

1.14 SAFETY AND HEALTH

1.14.1 General

1.14.1.1 Applicable Publications: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

1.14.1.2 Code of Federal Regulations (CFR)

OSHA General Industry Safety and Health Standards (29 CFR 1910), Publication V2206; OSHA Construction Industry Standards (29 CFR 1926).

One source of these regulations is OSHA Publication 2207, which includes a combination of both Parts 1910 and 1926 as they relate to construction safety and health. It is for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402.

• National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61).

• Federal Standard (Fed Std): Material Safety Data Sheets 313A

• Safety and Health Requirements Manual. EM 385-1-1, current revision

• Use of Asbestos Containing Material. ETL 1110-1-118

• Policy and Guidelines for Asbestos Management. DA Circular 40-834

1.14.2 Work Covered by This Section

This section is applicable to all work covered by this contract.

1.14.3 Definition of Hazardous Materials

Refer to hazardous and toxic materials/substances included in Subparts H and Z of 29 CFR 1910; and to others as additionally defined in Fed Std

313. Those most commonly encountered include asbestos, polychlorinated biphenyls (PCBs), explosives, and radioactive material, but may include others. The most likely products to contain asbestos are sprayed-on fireproofing, insulation, boiler lagging, and pipe covering.

1.14.5 Safety Assurance

1.14.5.1 Preconstruction Safety Meeting: Representatives of the Contractor shall meet with the Contracting Officer and his representative(s) prior to the start of repair, alteration or construction activities for the purpose of reviewing the Contractor's safety and health programs and discussing implementation of all safety and health provisions pertinent to the work to be performed under the contract. The Contractor shall be prepared to discuss, in detail, the measures he intends to take in order to control any unsafe or unhealthy conditions associated with the work to be performed under the contract.

This meeting may be held in conjunction with the preconstruction conference if so directed by the Contracting Officer. The conduct of the meeting is not contingent upon a general preconstruction meeting.

The level of detail for the safety meeting is dependent upon the nature of the work and the potential inherent hazards. The Contractor's

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principal on-site representative(s), the general superintendent and his safety representative(s) shall attend this meeting.

1.14.5.2 Compliance With Regulations: All work, including the handling of hazardous materials or the disturbance or dismantling of structures containing hazardous materials shall comply with the applicable requirements of 29 CFR 1926/1910. Work involving the disturbance or dismantling of asbestos or asbestos containing materials; the demolition of structures containing asbestos; and/or the disposal and removal of asbestos, shall also comply with the requirements of 40 CFR, Part 61, Subparts A and B, ETL 1110-1-118 and DA Circular 40-83-4. All work shall comply with applicable state and municipal safety and health requirements. Where there is a conflict between applicable regulations, the most stringent shall apply.

1.14.5.3 Contractor Responsibility: The Contractor shall assume full responsibility and liability for compliance with all applicable regulations pertaining to the health and safety of personnel during the execution of work, and shall hold the Government harmless for any action on his part or that of his employees or subcontractors, which results in illness, injury or death.

1.14.5.4 Inspections, Tests and Reports: The required inspections, tests and reports made by the Contractor, subcontractors, specially trained technicians, equipment manufacturers, and others as required, shall be at the Contractor's expense for line items used during the contract.

1.14.5.4.1 Materials and Equipment: Special features, devices, equipment, clothing and similar items used by the Contractor in the execution of work shall comply with the applicable regulations.

1.14.5.4.2 Hazardous Materials: The Contractor shall bring to the attention of the

Contracting Officer any material suspected of being hazardous which he encounters during execution of the work. A determination will be made by the Contracting Officer as to whether the Contractor shall perform tests to determine if the material is hazardous. If the Contracting Officer directs the Contractor to perform tests, and/or if the material is found hazardous and additional protective measures are needed, a contract change may be required subject to equitable adjustment under the terms of the contract.

1.14.6 Recording and Preserving Historical and Archeological Finds

All items having an apparent historical or archeological interest which are discovered in the course of any construction activities shall be carefully preserved. The Contractor shall leave the archeological find undisturbed and shall immediately report the find to the Contracting Officer so that the proper authorities may be notified.

1.14.7 Contractor Staff

The Contractor shall be required to maintain a qualified Engineering staff and a dedicated Quality Control position to respond to requirements set forth in this solicitation.

1.14.8 Utilities (Work Related)

1.14.8.1 When available, water and electrical services may be used in this work at no cost to the Contractor. The Contractor shall make arrangements for such services with the Contracting Officer or his designated representative.

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1.14.8.2 All temporary outages of any utility services required for the performance of work shall be scheduled with the Contracting Officer's Representative (COR) no less than two weeks in advance of such outages unless otherwise specified in the Task Order.

1.14.9 Standards of Conduct

All Defense Logistics Agency (DLA), Higher Headquarters and Depot regulations pertaining to conduct shall be adhered to by Contractor personnel. Good conduct and judgment is expected of all people entering the installations. Fighting, profane language, reckless driving or failure to respond to direct orders from any depot employee acting in an official capacity (i.e., Security Guards or Firemen) shall be sufficient reason to remove the disorderly individual from the Depot. A list of Depot rules and regulations will be provided to the Contractor during the preconstruction meeting by the Security Office representative.

1.14.10 Additional Requirements

Refer to Section 013529 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS.

1.15 SHOP DRAWING REQUIREMENTS

The Contractor will be required to bring all shop drawings to the preconstruction meeting. This meeting will be scheduled a few weeks after award to allow the Contractor time to assemble the shop drawings. Shop drawings not provided at the preconstruction meeting are to be identified in the project submittal schedule.

1.16 BUY RECYCLE PROGRAM – N/A

1.17 PAYMENTS AND SCHEDULE OF VALUES

1.17.1 Schedule of Values

The Contractor shall submit a schedule of values of the Work including quantities and unit prices, aggregating the Contract Price. This provision applies to lump sum contracts and to lump sum items in unit price contracts. This schedule shall be satisfactory in form and substance to the Contracting Officer and shall subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. As a minimum, this schedule shall include aggregates for inspection/testing, flushing, and system repair (including final system test) effort broken down by building. Upon approval of the schedule of values by the Contracting Officer, it shall be incorporated into the form of application for payment furnished to the Contracting Officer. The schedule shall indicate the percent of work completed for each component during the payment period. No payments will be made until the schedule of values has been submitted and approved by the Contracting Officer.

1.17.2 Application for Payment

The date for presentation of monthly applications for progress payments to the Depot shall be established at the preconstruction conference and will govern all such applications unless modified by the Depot and the Contractor at least twenty days prior thereto.

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1.18 CONSTRUCTION PROGRESS SCHEDULE

The Contractor shall prepare and submit a construction progress schedule in accordance with Section 013201, PROJECT SCHEDULE.

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used.

----- END OF SECTION 01011 -----

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SECTION 013201 - PROJECT SCHEDULE

Page 1/10

DIVISION 01 GENERAL REQUIREMENTS

SECTION 013201

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 QUALIFICATIONS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT

3.3 PROJECT SCHEDULE

3.3.1 Use of the Critical Path Method

3.3.2 Level of Detail Required

3.3.2.1 Activity Duration

3.3.2.2 Procurement Activities

3.3.2.3 Government Activities

3.3.2.4 Responsibility

3.3.2.5 Work Areas

3.3.2.6 Modification or Claim Number

3.3.2.7 Bid Item

3.3.2.8 Phase of Work

3.3.2.9 Category of Work

3.3.2.10 Feature of Work

3.3.3 Scheduled Project Completion

3.3.3.1 Project Start Date

3.3.3.2 Constraint of Last Activity

3.3.3.3 Early Project Completion

3.3.4 Interim Completion Dates

3.3.4.1 Start Phase

3.3.4.2 End Phase

3.3.4.3 Phase X

3.3.5 Default Progress Data Disallowed

3.3.6 Out-of-Sequence Progress

3.3.7 Negative Lags

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.4.4 Standard Activity Coding Dictionary

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data Disk

3.5.1.1 File Medium

3.5.1.2 Disk Label

3.5.1.3 File Name

3.5.2 Narrative Report

3.5.3 Approved Changes Verification

3.5.4 Schedule Reports

3.5.4.1 Activity Report

3.5.4.2 Logic Report

3.5.4.3 Total Float Report

3.5.4.4 Earnings Report

3.5.5 Network Diagram

3.5.5.1 Continuous Flow

3.5.5.2 Project Milestone Dates

3.5.5.3 Critical Path

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3.5.5.4 Banding

3.5.5.5 S-Curves

3.6 PERIODIC PROGRESS MEETINGS

3.6.1 Meeting Attendance

3.6.2 Update Submission Following Progress Meeting

3.6.3 Progress Meeting Contents

3.6.3.1 Start and Finish Dates

3.6.3.2 Time Completion

3.6.3.3 Cost Completion

3.6.3.4 Logic Changes

3.6.3.5 Other Changes

3.7 REQUESTS FOR EXTENSIONS

3.7.1 Justification of Delay

3.7.2 Submission Requirements

3.7.2.1 Affected Activities

3.7.2.2 Explanation

3.7.2.3 Analysis

3.7.2.4 Sub-Network

3.7.3 Additional Submission Requirements

3.8 DIRECTED CHANGES

3.9 OWNERSHIP OF FLOAT

Page 3/10

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 QUALIFICATIONS

The Contractor shall designate an authorized representative who shall be responsible for the preparation of all required project schedule reports.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS, a Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments. The Project Schedule shall be manpower loaded.

3.2 BASIS FOR PAYMENT

The schedule shall be the basis for measuring Contractor progress. Lack of an approved schedule or scheduling personnel will result in an inability of the Contracting Officer to evaluate Contractor=Contractor's progress for the purposes of payment. Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. In the case where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, then the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until revisions to the Project Schedule have been made.

3.3 PROJECT SCHEDULE

The computer software system utilized by the Contractor to produce the Project Schedule shall be capable of providing all requirements of this specification. Failure of the Contractor to meet the requirements of this specification shall result in the disapproval of the schedule. Manual methods used to produce any required information shall require approval by the Contracting Officer.

3.3.1 Use of the Critical Path Method

The Critical Path Method (CPM) of network calculation shall be used to generate the Project Schedule. The Contractor shall provide the Project Schedule in either the Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

Page 4/10

The Project Schedule shall include an appropriate level of detail. Failure to develop or update the Project Schedule or provide data to the Contracting Officer at the appropriate level of detail, as specified by the Contracting Officer, shall result in the disapproval of the schedule. The Contracting Officer will use, but is not limited to, the following conditions to determine the appropriate level of detail to be used in the Project Schedule.

3.3.2.1 Activity Duration

Contractor submissions shall follow the direction of the Contracting Officer regarding reasonable activity durations. Reasonable durations are those that allow the progress of activities to be accurately determined between payment periods (usually less than 2 percent of all non-procurement activities' Original Durations are greater than 20 days).

3.3.2.2 Procurement Activities

Tasks related to the procurement of long lead materials or equipment shall be included as separate activities in the project schedule. Long lead materials and equipment are those materials that have a procurement cycle of over 90 days. Examples of procurement process activities include, but are not limited to: submittals, approvals, procurement, fabrication, and delivery.

3.3.2.3 Government Activities

Government and other agency activities that could impact progress shall be shown. These activities include, but are not limited to: approvals, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.2.4 Responsibility

All activities shall be identified in the project schedule by the party responsible to perform the work. Responsibility includes, but is not limited to, the subcontracting firm, contractor work force, or government agency performing a given task. Activities shall not belong to more than one responsible party. The responsible party for each activity shall be identified by the Responsibility Code.

3.3.2.5 Work Areas

All activities shall be identified in the project schedule by the work area in which the activity occurs. Activities shall not be allowed to cover more than one work area. The work area of each activity shall be identified by the Work Area Code.

3.3.2.6 Modification or Claim Number

Any activity that is added or changed by contract modification or used to justify claimed time shall be identified by a mod or claim code that changed the activity. Activities shall not belong to more than one modification or claim item. The modification or claim number of each activity shall be identified by the Mod or Claim Number. Whenever possible, changes shall be added to the schedule by adding new activities.

Existing activities shall not normally be changed to reflect modifications.

3.3.2.7 Bid Item

All activities shall be identified in the project schedule by the Bid Item to which the activity belongs. An activity shall not contain work in more than one bid item. The bid item for each appropriate activity shall be identified by the Bid Item Code.

3.3.2.8 Phase of Work

All activities shall be identified in the project schedule by the phases of work in which the activity occurs. Activities shall not contain work in more than one phase of work. The project phase of each activity shall be by the unique Phase of Work Code.

3.3.2.9 Category of Work

All Activities shall be identified in the project schedule according to the category of work which best describes the activity. Category of work

Page 5/10 refers, but is not limited, to the procurement chain of activities including such items as submittals, approvals, procurement, fabrication, delivery, installation, start-up, and testing. The category of work for each activity shall be identified by the Category of Work Code.

3.3.2.10 Feature of Work

All activities shall be identified in the project schedule according to the feature of work to which the activity belongs. Feature of work refers, but is not limited to a work breakdown structure for the project. The feature of work for each activity shall be identified by the Feature of Work Code.

3.3.3 Scheduled Project Completion

The schedule interval shall extend from NTP to the contract completion date.

3.3.3.1 Project Start Date

The schedule shall start no earlier than the date on which the NTP was acknowledged. The Contractor shall include as the first activity in the project schedule an activity called "Start Project". The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

3.3.3.2 Constraint of Last Activity

Completion of the last activity in the schedule shall be constrained by the contract completion date. Calculation on project updates shall be such that if the early finish of the last activity falls after the contract completion date, then the float calculation shall reflect a negative float on the critical path. The Contractor shall include as the last activity in the project schedule an activity call "End Project". The "End Project" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

3.3.3.3 Early Project Completion

In the event the project schedule shows completion of the project prior to the contract completion date, the Contractor shall identify those activities that have been accelerated and/or those activities that are scheduled in parallel to support the Contractor's "early" completion.

Contractor shall specifically address each of the activities noted in the narrative report at every project schedule update period to assist the Contracting Officer in evaluating the Contractor's ability to actually complete prior to the contract period.

3.3.4 Interim Completion Dates

Contractually specified interim completion dates shall also be constrained to show negative float if the early finish date of the last activity in that phase falls after the interim completion date.

3.3.4.1 Start Phase

The Contractor shall include as the first activity for a project phase an activity called "Start Phase X" where "X" refers to the phase of work. The "Start Phase X" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

3.3.4.2 End Phase

The Contractor shall include as the last activity in a project phase an activity called "End Phase X" where "X" refers to the phase of work. The "End Phase X" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

3.3.4.3 Phase X

The Contractor shall include a hammock type activity for each project phase called "Phase X" where "X" refers to the phase of work. The "Phase X" activity shall be logically tied to the earliest and latest activities in the phase.

3.3.5 Default Progress Data Disallowed

Actual Start and Finish dates shall not be automatically updated by default mechanisms that may be included in CPM scheduling software systems. Actual Start and Finish dates on the CPM schedule shall match those dates provided

Page 6/10 from Contractor Quality Control Reports. Failure of the Contractor to document the Actual Start and Finish dates on the Daily Quality Control report for every in-progress or completed activity, and failure to ensure that the data contained on the Daily Quality Control reports is the sole basis for schedule updating shall result in the disapproval of the Contractor's schedule and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. [Updating of the percent complete and the remaining duration of any activity shall be independent functions.